20240254 Ver 1_NCDOT-CSX Wilmington Rail Curve Realignment - USACE Permit Drawing Set_20240109

CSX TRANSPORTATION, INC.
WILMINGTON, NEW FIANOVER COUNTY NORTH CAROLINA
CURVE REALIGNMENT
MP SE 362.50 UPGRADES
BRIDGE ACB 244.42 RENEWAL
BRIDGE ACB 247.40 RENEWAL
W119htsoo1g
„ WILMINGTON, NC
361 362 wl l e,9
363 364 e, ar9oal
Airport
L
r 244 O
p`245 NEW HANOVER COUNTY
�0
p 246
MP SE 362.50000**�'�
UPGRADES
CURVE REALIGNMENT'
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p 248
c L0
BRIDGE ACB 244.42 RENEWAL p 249
_ Eaglels1—
I II
13RUNSWICK O pe reg,c wyclgn
COUNTY 247
BRIDGE ACB 9�6 247.40
RENEWAL
Wilmington
VICINITY MAP
NOT TO SCALE
LJA Rail, LLC L.14
3600 W Sam Houston Parkway S Phone [phone]
Suite 600 Fax [phone]
Houston, Texas 77042 FRN - F-1386
FLORENCE ZONE
WILMINGTON SUBDIVISION
MP ACB 243.8 TO MP ACB 244.3
(CURVE REALIGNMENT)
EROSION CONTROL
DATE: SEPTEMBER 13, 2023

PEMBROKE,NC
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EC-1
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RR E4S+ \
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INSERT
SCALE: I" - 400'
RE
/ V A 0\ \
"°"`° " —I—N ENGINEERING DEPARTMENT VAL. SEC.
AWN ar CSX TRANSPORTATION, INC. DESIGN & CONSTRUCTION
FCHECKED JACKSONVILLE, FLORIDA V.11,N.C./11
Lr, an6p�P PEov[o ev [ = 7 LJA Rail, LLC ��� V 081'38
l�Y\I fZi J -11A S-H—lDn aerkneys Pnona 711HIs111
HH„u 0 Fax T13.Y53No26'
auLv ia.zozs �• ��� �1�_1—�„�T—a 7ae1 Tau-r-_�aF
400 0 4000o0'
GRAPHIC SCALE HOFIZ. 1" = 400'
T NO.
PROPOSED WILMINGTON CURVE REALIGNMENT
NO, SUB: WILMINGTON ZONE: FLORENCE
EC -Os WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
HEET N0.
0 5 KEY MAP
AS SHOWN

E
3
PEMBROKE, NC WILMINGTON, NC
A— —I
RR WEST RR EAST
REAVVE ( REPLACE WI THE97SL f NOF�NEWHTRACK u a D °(1� • D — —r 1— _ — —
40IN7ENANCE DNLY. NO GROUND DISTURBANCE) D °' 1416 Lf OF EXISTING
( p / AI AACB A fNATOf E
EXIST INRETIRED .A
WETLA S` m oc, 'NO 6901INO,IS7URBQANCf1
( ( EXISTING SE MAIN "� --. _ ��i�°—
fTD REMAIN) — EXISTING
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91f ~ Dp ..�♦ o ,I --I _�a`.�"m INSTALL SILK FENCE I —`
/ Qd IWACT INS1 NCE , `EXISTING'B�fdi hb-
. "v�4r�
r Lf S ELECTRIC LI ES
/ INSTALL S/L 7 FENCE (TY
/ •�EXIS
LDW AR / 235' _
yasww-G'"" TALL SIL J /L NO IMPA T \—� — LTG
PROPOSED GRADING RM. - 0, 04 AC 'PROPOSED 570CK PILE - _
LAil OPO (TYP.1 c �����_
PROPOSED DITCH � TEMP. = O.OI AC
FLOW LINE I IYP.)
1 TALL IOSED _ __ _ _ _ - -
S/17 ( � 7 PAD
— — — —
CSX R/W
v /INS ALL o /�
/ \ f PROPOSED MAIN _ / EXISTING ACE MAIN
\ � � INSTALL PROPOSED 47" RCP COL VERi � SILT F NCf / �/ / � 17D REMAIN)
SILT FENCE ISEE DRAWING CO-01) iY / / / t� EXISTING WETLANDS
STREAM IMP CI PR SEO 36" Q 41"RCP CULVERT WNSIRUCITON STAGING 1000 100' 200'
= 76 LF AND STORAGE AREA (50' x 100')
INSTALL SILT FENCE PLAN
GRAPHIC SCALE HORIZ. 1" = 100'
ENTRANT CONSTRDC7IDN
ENTRANCE/EXIT
LEGEND
GRADING LIMIT FILL - MAINLINE - — — — — — EXISTING TRACK
GRADING LIMIT CUT - MAINLINE - — — —cu*— — — PROPOSED TRACK
NOTES
WETLAND AREA SHIFT TRACK I. INSTALL SILT FENCING OVER AND AROUND TOP OF ALL PROPOSED CULVERTS.
PERMANENT WETLAND IMPACT CSX RIGHT OF -WAY — 2. INSTALL SILT FENCING ALONG STREAM BANKS FOR ALL STREAMS WITHIN PROJECT
_ GRADED ROOD LIMITS OF DISTURBANCE.
EXISTING STREAM AREA r J LIMITS OF DISTURBANCE — 3. STOCKPILE/STAGING AREAS,CONCRETE WASHOUTS,ANO DEDICATED AREAS FOR
DEMOLITION. CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE LIMITS
STREAM IMPACT AREA PROPOSED DITCH FLOW LINE - — ► — - — ► — - OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM STORM
DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
EXISTING BUILDINGRUM EXISTING FLOW LINE ---► 4. TERMINAL ENDS OF SILT FENCE (SDI-S) SHALL EXTEND A MINIMUM OF 10-FT PAST
PROPOSED FLOW LINE THE PROPOSED LIMIT OF DISTURBANCE. UNLESS OTHERWISE SHOWN, TERMINATE ENDS
} OF SILT FENCE BY TURNING UPHIL IA -HOOK) INTO RAILROAD EMBANKMENT, OR
XXX SLOPE, FOR A MINIMUM OF 6-FT.
MILEPOST 5. VEGETATED AREAS NOT ESSENTIAL TO THE CONSTRUCTION OF THE PROJECT WILL
BE PRESERVED AND MAINTAINED.
6. RIPARIAN STREAM BUFFERS SHALL BE DELINEATED AND CLEARLY NARKED OFF AT
THE PROJECT SITE WITH FLAGS, TAPE, OR SIMILAR MARKING DEVICE.
7. IMMEDIATELY AFTER ESTABLISHMENT OR CONSTRUCTION ENTER/EXIT, ALL PERIMETER
EROSION CONTROL AND STORM WATER MANAGEMENT SHALL BE INSTALLED AS
EROSION CONTROL LEGENDS SHOWN ON THE PLANS.
SEDIMENT FENCE (SF) . . . ROLLED EROSION E)RECP� 8. INITIAL PERIMETER BMPS AND SEDIMENT STORAGE MUST BE INSTALLED AND
CONTROL PRODUCT INPLEMENTED PRIOR TO CONDUCTING ANY OTHER CONSTRUCTION ACTIVITIES, EXCEPT
TENPORARY GRAVEL FOR ACTIVITIES REQUIRED TO INSTALL THE INITIAL CONTROL BMPS.
CONSTRUCTION ENTER/EXIT (CE) CONSTRUCTION ROAD -CRS-
STABILIZATION 9. TOTAL VEGETATED AREA 2.9 ACRES.
ROCK PIPE INLET PROTECTION (RPIPI TEMPORARY SEEDING i5
COMPOST SOCK (CS) Aj PERMANENT SEEDING PS
CHECK OAM (CO) OUST CONTROL DC
1—, R' ENGINEERING DEPARTMENT CONTRACT NO.
VAL. SEC. PROPOSED WILMINGTON CURVE REALIGNMENT
ar CSXTRANSPORTATION,INC. DESIGN & CONSTRUCTION DRAWING No. SUB WILMINGTON ZONE FLORENCE
o ar JACKSONVILLE, FLORIDA V.11,N.C./11 EC-07 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
NOT FOR CONSTRUCTION ° F° R° V08138 RevisioN eT No.
N/�� L 11 Rai,,LLc L�� D EROSION CONTROL PLAN SHEET
Ell[rY\IfZi 3eaTwsart,HoIs,o. Pe�K»ems Pnola Tla.as3sxoo scnLe STA-5-24.61 TO STA 23-00
1 6ui�690 ssT13.N ➢26'
AS SHOWN
OTT RT«R�PTinNM�l ,E �D�r,a.zoz3 �.. ..M T�_,��Ta.a1.a1 tau.R.,_,aF MP ACR �43 R1 TO MP ACR 944.34

PEMBROKE,NC
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RR WEST
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-CRS= -C TYPICAL A REOUIRED SPACIN61
TS PS DC 3�0
OC PS TS •— DAM RPIP
EC!'
PROPOSED GRADING LIMI S (7YP 1 ( 0 SF)
RPIP ATE O 7 fT \J / Sf -HIIDK CR- ` _ _ ` PROPOSED 0/TCH FL DW [1 E IIYP. F J- DDR AlN
Sf J-HOOK CHECK DAM
RPIP AT IPRAP °�--
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OC PS i5 ' - TS PS DC DC PS TS `27 JCRS
A 7 o ECP, SEE ND7f B—�—
WILMINGTON, NC
RR EAST
T Q IS
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_ 2X RECP H
s CH K OSITE SOCKS SF J-H RECP, S E CSX fl/w f i Ip S EP 7f 8 \ NN�� `� (IYPICAL(�7 REOUIRED SPACIA`q
02, 171 / 0 SFJ �h VAIAAA a d D�% }�� Q DC PS TS PEEP, Sff NOTE H
N�w 41pNOVER �O v DC PS TS
TS PS DC BARD F EDUCA ION PRDPU(SESED QDRAWING RCP CCJ-01) CHECK DAM
INSTALL CDNSIRUCTIDN ENTRANCE/EK/7 PLAN Rplp 50' 0 50' 100
SF J-HDOK (TIE INTD 5F1
LEGEND: GRAPHIC SCALE- HORIZ. 1" = 50'
E GRADING LIMIT FILL - MAINLINE - - --
GRADING LIMIT CUT - MAINLINE - - --
EXISTING TRACK
WETLAND AREA
PROPOSED TRACK
NOTES
c� PERMANENT WETLAND IMPACT SHIFT TRACK 1. INSTALL SILT FENCING OVER AND AROUND TOP OF ALL PROPOSED CULVERTS. 11. SURPLUS SOIL MATERIAL SHALL BE PLACED IN THE EXCESS MATERIAL PLACEMENT
CSX RIGHT OF
_ AREAS (ENPA) AS APPROVED BY CSXT AND DEPICTED ON PROJECT PLANS. SILT
EXISTING STREAM AREA r 2. INSTALL SILT FENCING ALONG STREAM BANKS FOR ALL STREAMS WITHIN PROJECT FENCE WILL BE PLACED AT THE TOE OF ALL MATERIAL STOCKPILE AREAS,UNTIL
GRADED ROAD LIMITS OF DISTURBANCE. FINAL GRADING PAID STABILIZATION OF THE EMPA.
E STREAM IMPACT AREA LIMITS OF DISTURBANCE _ 3. STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR 12. STOCKPILE GRADING SHALL BE ADJUSTED DURING CONSTRUCTION BASED ON ACTUAL
3 DEMOLITION, CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE LIMITS EARTHWORK BALANCE FOR THE SITE, TO PREVENT LOCALIZED PENDING, AND TO
z PROPOSED VEGETATED AREA PROPOSED DITCH FLOW LINE - - ► - - - ► - - OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM STORM PROMOTE POSITIVE DRAINAGE.
DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
EXISTING FLOW LINE 13. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN
EXISTING BUILDING _ 4. TERMINAL ENDS OF SILT FENCE 6DRS) SHALL EXTEND A MINIMUM OF 10-FT PAST PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PROPOSED FLOW LINE THE PROPOSED LIMIT OF DISTURBANCE. UNLESS OTHERWISE SHOWN. TERMINATE ENDS PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS FOR
} OF SILT FENCE BY TURNING UPHIL 0-HOOK) INTO RAILROAD EMBANKMENT, OR PERIMETER AREAS AND SLOPES GREATER THAN 3HTIV AND NO MORE THAN
XXX SLDPE,FOR A MINIMUM OF 6-FT FOURTEEN (14) DAYS FOR OTHER AREAS AFTER WORK HAS CEASED.
MILEPOST 5. VEGETATED AREAS NOT ESSENTIAL TO THE CONSTRUCTION OF THE PROJECT WILL 14. PERMANENT STABILIZATION MEANS WHEN ALL SOIL DISTURBING ACTIVITY ARE
BE PRESERVED AND MAINTAINED. COMPLETED AND EXPOSED SOILS HAVE BEEN STABILIZED WITH A VEGETATIVE
COVER WITH A DENSITY OF AT LEAST 80X OR COVERED WITH A STRUCTURAL
6. RIPARIAN STREAM BUFFERS SHALL BE DELINEATED AND CLEARLY MARKED OFF AT STABILIZATION METHOD. PERMANENT PERENNIAL VEGETATION MAY INCLUDE THE USE
THE PROJECT SITE WITH FLAGS, TAPE, OR SIMILAR NARKING DEVICE. OF SOD, SHRUBS AND GROUND COVER PLANTS MIXED WITH MULCHING, AGGREGATE
LG OR OTHER LANDSCAPING TECHNIQUES. STRUCTURAL METHODS INCLUDE CONCRETE,
PE 7. FOR ALL CULVERT CROSSINGS, EXISTING FLOW SHALL BE DIVERTED AROUND WORK ASPHALT, RETAINING WALL OR OTHER STABILIZATION TECHNIQUES.
THE AREAS TO THE EXTENT THAT WILL ENABLE WORK TO BE CONDUCTED IN THE
EROSION CONTROL LEGEND: DflY,
SEDIMENT FENCE SF) . . . ROLLED EROSION �RECIP 8. PROPOSED SLOPES GREATER THAN 3:1 RE QUIRE GROUND STABILIZATION WITHIN 7
CONTROL PRODUCT DAYS OF LAND DISTURBANCE ACTIVITY. SEE NCGOI GROUND STABILIZATION AND
TEMPORARY GRAVEL MATERIALS HANCiING,EC-P3.
CONSTRUCTION ENTER/EXIT (CE) CONSTRUCTION ROAD
STABILIZATION -CRS- 9. CEMPOST SOCK AND CHECK DAM SPACING PER DETAIL SHEETS EC-16 AND EC-21.
_ ROCK PIPE INLET PROTECTION (RPIPI TEMPORARY SEEDING i5 10. STOCKPILE/Si AGING AREAS, CONCRETE WASHOUTS, PAID DEDICATED AREAS FOR
DEMOLITION. CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE PROJECT
LIMITS OF DISTURBANCE AND LOCATED AT LEAST 25-FEET AWAY FROM STORM
COMPOST SOCK CS) Aj PERMANENT SEEDING PS DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS. AND SURFACE WATER BODIES.
CHECK DAM CD) DUST CONTROL DC
SIGNED Rv ENGINEERING DEPARTMENT CONTRACT NO.
vq1. SEC. PROPOSED WILMINGTON CURVE REALIGNMENT
DIASN ar CSX TRANSPORTATION, INC. &CONSTRUCTION DRAWING NO. SUB:WILMINGTON ZONE:FLORENCE
CIECIED ar JACKSONVILLE, FLORIDA V.11,N.C./11 EC-oa WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
NOT FOR CONSTRUCTION „a soo-a `E°`°R° L /r�4 J V08138 REVISION o.
` Vv�i�ldi J LJARail,LLc LJ� 0 8 EROSION CONTROL PLAN SHEET
J llAla HU11N,R,Ik,.ys Ph.le1XHI.5111 scnLE STA-5-24.61 TO STA 8-00
s�i�aoo Eex Tla.ysasoze AS SHOWN
a= RT„ ROTT �RIPTIRti DPP JULY 14.2°23 .. ..- U���_���T.-1T 1 1E ,_,aF MP ACR 94..81 TO MP ACR C44.06

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3
PEMBROKE,NC
A-
pRR WEST
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Cfl o d
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CDU
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ri_._.._._. _.�._._._._
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W LiJ
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U
LEGEND
GRADING LINK FILL - MAINLINE
GRADING LINK CUT - MAINLINE
WETLAND AREA
EXISTING STREAM AREA
STREAM IMPACT AREA
PROPOSED VEGETATED AREA
EXISTING BUILDING
XXX
EROSION CONTROL LEGEND.
SEDIMENT FENCE SF) .
. .
TENPORARY GRAVEL
CONSTRUCTION ENTER/EXIT (CE)
ROCK PIPE INLET PROTECTION (RPIP)
COMPOST SOCK CS)
Aj
CHECK DAM CD)
14
EXISTING TRACK
PROPOSED TRACK
SHIFT TRACK
CSX RIGHT OF -WAY
GRADED ROAD
LIMITS OF DISTURBANCE
PROPOSED DITCH FLOW LINE
EXISTING FLOW LINE
PROPOSED FLOW LINE
ROLLED EROSION
CONTROL PRODUCT
CONSTRUCTION ROAD
STABILIZATION
TEMPORARY SEEDING
PERMANENT SEEDING
OUST CONTROL
@RECP@
-CRS-
i5
PS
DC
CONS TROCI MN STAGING
AND STORAGE AREA (50' x 100')
NOTES
1. INSTALL SILT FENCING OVER AND AROUND TOP OF ALL PROPOSED CULVERTS
2. INSTALL SILT FENCING ALONG STREAM BANKS FOR ALL STREAMS WITHIN PROJECT
LIMITS OF DISTURBANCE.
3. STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR
DEMOLITION, CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE LIMITS
OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM STORM
DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
4. TERMINAL ENDS OF SILT FENCE 6131-S) SHALL EXTEND A MINIMUM OF 10-FT PAST
THE PROPOSED LIMIT OF DISTURBANCE. UNLESS OTHERWISE SHOWN. TERMINATE ENDS
OF SILT FENCE BY TURNING UPHIL (J-HOOK) INTO RAILROAD EMBANKMENT, OR
SLOPE, FOR A MINIMUM OF 6-FT.
5. VEGETATED AREAS NOT ESSENTIAL TO THE CONSTRUCTION OF THE PROJECT WILL
BE PRESERVED AND MAINTAINED.
6. RIPARIAN STREAM BUFFERS SHALL BE DELINEATED AND CLEARLY MARKED OFF AT
THE PROJECT SITE WITH FLAGS, TAPE, OR SIMILAR NARKING DEVICE.
7. FOR ALL CULVERT CROSSINGS, EXISTING FLOW SHALL BE DIVERTED AROUND WORK
THE AREAS TO THE EXTENT THAT WILL ENABLE WORK TO BE CONDUCTED IN THE
DRY,
8. PROPOSED SLOPES GREATER THAN 3:1 RE QUIRE GROUND STABILIZATION WITHIN 7
DAYS OF LAND DISTURBANCE ACTIVITY. SEE NCGOI GROUND STABILIZATION AND
MATERIALS HANCCING.EC-23.
9. COMPOST SOCK AND CHECK DAM SPACING PER DETAIL SHEETS EC-16 AND EC-21.
10. STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR
DEMOLITION. CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE PROJECT
LIMITS OF DISTURBANCE AND LOCATED AT LEAST 25-FEET AWAY FROM STORM
DRAIN INLETS, TEMPORARY DIVERSIONS, CHARNELS. AND SURFACE WATER BODIES.
"__ 'y ENGINEERING DEPARTMENT VAL. SEC.
AWN By CSX TRANSPORTATION, INC. DESIGN & CONSTRUCTION
FCHECKED JACKSONVILLE, FLORIDA V.11,N.C./11
Lr, an6po-'P PEovED ev N/�� 7 LJA Rail, LLC .11 V o 8 1'3 8
IILLl�Y\IfZi J 3 11A Sam Ho IDo Pelkneys Phone'I13.&53.5-
6uiR690 Fax �13.Y53N...
�uw ,a. zozs �• ��- u„��_,,,�,e�a zee, Fau.r.,_,aF
WILMINGTON, NC
RR EAST
TL ANDS lll� E
�• o0
11. SURPLUS SOIL MATERIAL SHALL BE PLACED IN THE EXCESS MATERIAL PLACEMENT
AREAS (EMPA) AS APPROVED BY CSXT AND DEPICTED ON PROJECT PLANS. SILT
FENCE WILL BE PLACED AT THE TOE OF ALL MATERIAL STOCKPILE AREAS, UNTIL
FINAL GRADING AND STABILIZATION OF THE EMPA.
12. STOCKPILE GRADING SHALL BE ADJUSTED DURING CONSTRUCTION BASED ON ACTUAL
EARTHWORK BALANCE FOR THE SITE, TO PREVENT LOCALIZED PONDING, AND TO
PROMOTE POSITIVE DRAINAGE.
13. STABILIZATION MEASURES SHALL BE NTIATED AS SOON AS PRACTICABLE IN
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS FOR
PERIMETER AREAS AND SLOPES GREATER THAN 3HTIV AND NO MORE THAN
FOURTEEN (14) DAYS FOR OTHER AREAS AFTER WORK HAS CEASED.
14. PERMANENT STABILIZATION MEANS WHEN ALL SOIL DISTURBING ACTIVITY ARE
COMPLETED AND EXPOSED SOILS HAVE BEEN STABILIZED WITH A VEGETATIVE
COVER WITH A DENSITY OF AT LEAST 80X OR COVERED WITH A STRUCTURAL
STABILIZATION METHOD. PERMANENT PERENNIAL VEGETATION MAY INCLUDE THE USE
OF SOD,SHRUBS AND GROUND COVER PLANTS MIXED WITH MULCHING, AGGREGATE
OR OTHER LANDSCAPING TECHNIQUES. STRUCTURAL METHODS INCLUDE CONCRETE,
ASPHALT, RETAINING WALL OR OTHER STABILIZATION TECHNIQUES.
PROPOSED WILMINGTON CURVE REALIGNMENT
° SUB: WILMINGTON ZONE: FLORENCE
EC-09 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
o. EROSION CONTROL PLAN SHEET
G 9 STA 8a00 TO STA 23.00
AS SHOWN AJP A('R ')AA (1F TO AJP A('R ')AA 3d

PEMBROKE, NC WILMINGTON, NC
A- --op.
RR WEST RR EAST
O v o pro a�° Q
T AN Q
IS
�O/'T o o ° 0 •° ° I 0
O C a
o WW[E �.I!NQy�% 747 0" /7 a� E X n
aC7 9 L o� G$Oo a Op
A ETI Si I NG ° �v v = p `�L' D 4 PR P GN LiUSE T CAL f(R All ° o o `n}WKEXf1TL'JF-NLP1S
• WETLANDS E - I- ISTBRB EAS °�/- XY3il G R L T IS ING B Cp o
o p D R D� C `O°� I REOUI � �ETL AND D �� g
PROP BZ' llyG°L /k�FyS dA'PaIQ 6 I s/i
��� ° o p — � � 1 � v • Q � � / � F L PR �o
NE
GINA O� ° cz D 421
moo c a O71
— —� @XISbI NG ° PRBP�Sf� BdB@ry 7CH °P�[I O p
WETLANDS o q o p °' ° o WE iL ANBS O OIaSBQ O a o
SE 362.47 0" o ° a o
BRYDEN ROBERT L ANN .
STAPLETONoTEAAR9NA
° V •v a ep o D o e o a o - o a - PROP�E�Y L
Q, 60 g,
0 vD ° o °o o a O Sl\ a 11ti °
PLAN 50 ° ° 100
GRAPHIC SCALE: HEAR, 1" = 50'
LEGEND
GRADING LIMIT FILL - MAINLINE - - - -FALL- - - EXISTING TRACK
GRADING LIMIT CUT - MAINLINE - - - -cu*- - - CSX RIGHT OF -WAY -
NOTES
c� WETLAND AREA GRADED ROAD 1. INSTALL SILT FENCING OVER AND AROUND TOP OF ALL PROPOSED CULVERTS. 11. SURPLUS SOIL MATERIAL SHALL BE PLACED IN THE EXCESS MATERIAL PLACEMENT
LIMITS OF DISTURBANCE _ AREAS (ENPA) AS APPROVED BY CSXT AND DEPICTED ON PROJECT PLANS. SILT
PERMANENT WETLAND IMPACT 2. INSTALL SILT FENCING ALONG STREAM BANKS FOR ALL STREAMS WITHIN PROJECT FENCE WILL BE PLACED AT THE TOE OF ALL MATERIAL STOCKPILE ME AS, UNTIL
PROPOSED DITCH FLOW LINE - - ► - - - ► - - LIMITS OF DISTURBANCE. FINAL GRADING AND STABILIZATION OF THE EMPA.
E TEMPORARY WETLAND IMPACT EXISTING FLOW LINE 3. STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR 12. STOCKPILE GRADING SHALL BE ADJUSTED DURING CONSTRUCTION BASED ON ACTUAL
3 _ DEMOLITION, CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE LIMITS EARTHWORK BALANCE FOR THE SITE, TO PREVENT LOCALIZED PONDING, AND TO
z PROPOSED VEGETATED AREA PROPOSED FLOW LINE OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM STORM PROMOTE POSITIVE DRAINAGE.
DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
+ 13. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN
4. TERMINAL ENDS OF SILT FENCE 6DRS) SHALL EXTEND A MINIMUM OF 10-FT PAST PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
XXX THE PROPOSED LIMIT OF DISTURBANCE. UNLESS OTHERWISE SHOWN. TERMINATE ENDS PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS FOR
MILEPOST OF SILT FENCE BY TURNING UPHIL (J-HOOK) INTO RAILROAD EMBANKMENT, OR PERIMETER AREAS AND SLOPES GREATER THAN SKIN AND NO MORE THAN
SLOPE, FOR A MINIMUM OF 6-FT. FOURTEEN (14) DAYS FOR OTHER AREAS AFTER WORK HAS CEASED.
5. VEGETATED AREAS NOT ESSENTIAL TO THE CONSTRUCTION OF THE PROJECT WILL 14. PERMANENT STABILIZATION MEANS WHEN ALL SOIL DISTURBING ACTIVITY ARE
BE PRESERVED AND MAINTAINED. COMPLETED AND EXPOSED SOILS HAVE BEEN STABILIZED WITH A VEGETATIVE
COVER WITH A DENSITY OF AT LEAST BOX OR COVERED WITH A STRUCTURAL
6. RIPARIAN STREAM BUFFERS SHALL BE DELINEATED AND CLEARLY MARKED OFF AT STABILIZATION METHOD. PERMANENT PERENNIAL VEGETATION MAY INCLUDE THE USE
THE PROJECT SITE WITH FLAGS, TAPE, OR SIMILAR NARKING DEVICE. OF SOD,SHRUBS AND GROUND COVER PLANTS MIXED WITH MULCHING, AGGREGATE
OR OTHER LANDSCAPING TECHNIQUES. STRUCTURAL METHODS INCLUDE CONCRETE,
7. FOR ALL CULVERT CROSSINGS, EXISTING FLOW SHALL BE DIVERTED AROUND WORK ASPHALT, RETAINING WALL OR OTHER STABILIZATION TECHNIQUES.
THE AREAS TO THE EXTENT THAT WILL ENABLE WORK TO BE CONDUCTED IN THE
EROSION CONTROL LEGEND: DRY.
SEDIMENT FENCE SF) ... ROLLED EROSION �RECP� 8. PROPOSED SLOPES GREATER THAN 3:1 RE QUIRE GROUND STABILIZATION WITHIN 7
CONTROL PRODUCT DAYS OF LAND DISTURBANCE ACTIVITY. SEE NI GROUND STABILIZATION AND
TEMPORARY GRAVEL MATERIALS HANCiING,EC-23.
CONSTRUCTION ENTER/EXIT (CE) CONSTRUCTION ROAD -CRS-
STABILIZATION 9. COMPOST SOCK AND CHECK DAM SPACING PER DETAIL SHEETS EC-16 AND EC-21.
_ ROCK PIPE INLET PROTECTION (RP TEMPORARY SEEDING i5 10. STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR
DEMOLITION. CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE PROJECT
LIMITS OF DISTURBANCE AND LOCATED AT LEAST 25-FEET AWAY FROM STORM
COMPOST SOCK CS) Aj PERMANENT SEEDING PS DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS. AND SURFACE WATER BODIES.
CHECK DAM (CD) DUST CONTROL DC
ENGINEERING DEPARTMENT CONTRACT NO.
vq1. SEC. PROPOSED WILMINGTON CURVE REALIGNMENT
ar CSX TRANSPORTATION, INC. DESIGN &CONSTRUCTION DRAWING NO. SUB: WILMINGTON ZONE: FLORENCE
CIECIED ar JACKSONVILLE, FLORIDA V.11,N.C./11 EC 10 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
r �4 1 LJA Rail, LLc V08138 REVISION o.
NOT FOR CONSTRUCTION DATE°°`° °° L C�7fi J L�� G G EROSION CONTROL PLAN SHEET
L J 6a]NSarti Houston Perk»e 5 Phone 13.& S20a GALE
N°I�s°° ass°� ns SHOWN MP SE 362.50 UPGRADES
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